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Home My WebLink AboutSW8060124_APPROVED PLANS_20071011STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW8 p1o012`} DOC TYPE ❑ CURRENT PERMIT ® APPROVED PLANS ❑ HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE 2 c,o'11 i YYYYMMDD NOTES N v� 1iI 3 LEGEND DENOTES PROPOSED CONTOUR DENOTES EX. CONTOUR _® DENOTES PROPOSED GRADE DENOTES PROPOSED STORM DRAINAGE i DENOTES DRAINAGE CATCH BASIN DI WI INLET PROTECTION .� DENOTES LIMITS OF DISTURBANCE DENOTES SILT FENCE Q DENOTES SEDIMENT TRAP DENOTES DRAINAGE DIRECTION DENOTES WETLAND LINES " DENOTES PROPOSED FIRE HYDRANT DENOTES PROPOSED "HOLE B A' SS DENOTES PROPOSED 8 IN SANITARY SEWER �I.1> DENOTES PROPOSED INTERIOR PAWNG LANDSCAPING AREA L DENOTES PROPOSED STREET YARD AREA C=> DENOTES FOUNDATION PLANTINGS REO'DPROVD PROJECT NO.: PW439 DRAWING NAME.: FIMASTEPJPW439/DGNM1ADISONPLACFIDETAILS.DGN 1.TOPOGRAPHMALSURVEY PROVIDED BY NEW HANOVER COUNTY 2. WATERAND SANITARY SEWER SERVICE SHALLBE PROVIDED BY THECTTYOFWILMNGTON. 4. STATE STORMWATER PERMIT IS REQUIRED. 5.A PORTION OF THIS PROPERTY IS LOCATED IN THE 100 YEAR FLOOD PLANE PER FEMA PANEL 370171001011. S A"',(-'.^, Y" ',,.R IMAGREEM ENIP MUST BE RECORDED 8PNEEM THE C. ANDTHE DEVELOPER PRIORTOTHE OCCUPANCY OF THE FIRST BUILDING. TALANDSCAPE PLAN MUST BE SUBMITTEDANDAPPROVED BY THE CRY PRIORTOCONSTRUCTION RELEA E.. & ALL DUMPSTERS W&L BE SCREENED TO CITY OF WOMINGTON STANDARDS. 9. PROECTSHALL COMPLY WITH CDYOF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS. WATER METERS CANNOTBE SETANDACTWATED ON NEW MAINS UNTILALL REQUIREMENTS ARE METAND NCDEMR HAS ISSUED THEIR FINALAPPROVAL CALL 343'36'Ml FOR INFORMATION. 12. PHYSICALADDRESS FOR THE PROJECT IS 3970 INDEPENDENCE BOULEVARD. 13. IF IMPROVEMENTS ON INDEPENDENCE BLVD. EXT. ARE WITHIN SW OF ATRAFFIC SIGNAL THE CONTRACTOR SHALLCAU_TRAFFlC ENGINEERING AT341-7888 PRIOR TOANYEXCAVATION. 14. WETLAND DELINEATION PERFORMED BY ECS LTD. 5.ALL UTILRES SHALL BE UNDERGROUND PROPOSED, THE nPIPES ARE TO BE \IIKLC 1n ANYJI rIw 'PoPPEDTO BARE WIRE AND SECURED ALL FIRE HYDRANTS AND WATER METER 2& THE 30D FOOT RIGHTOF WAY AS SHOWN ON THE PLAN SHALLBE RESERVED PER SRB APPROVAL UNTIL MARCH 17,2005. NO DEVELOPMENTSHAL OCCUR WITHIN THE RIGHTDE WAYRE.SERVATDN AREA UNTIL AFTER THAT DATE. 24. A 10 FOOT NON MUNICIPAL UTILITY EASMENTSHALL DE OBSERVED ONALLSTREETS WITHIN THE SUBDIVISION. 25. DEVELOPER SHALL PROVIDE PAYMENT IN LIEU TO THE CITY FOR SIDEWALK FRONTAGE ALONG INDEPENDENCE BOULEVARD. %- THE EXISTING DITCH TO BE All AS SHOWN SHALL BE FILLED IMMEDIATELYAFTER CLEARING BUT PRIOR PER DETAILAND FILLED IN SUCH AMANNERAS TO PROHIBIT SEDIMENT FROM ENTERING WETLANOAREAS. ALL WORK ON THE DITCH SHALL BE COMPLETED IN DRY WEATHER. ?T All SLOPES Sual i BE ueuwLN OF 3.•1 OR NATURAL' A"A- E OF REPOSE OF SO!I" WuvwgrEu IS LOWE!? T ALL $OPES SWILL BE SUBJECTTO ENGINEERAPPKOVALA D SHALL BE SUITABLE FOR BEARING FOUNDATIONA 2& IF CONTRACTOR OPTS TO INSTALL ONLY ONE CONSTRUCTION ENTRANCE , HESHALL ENSURETHATTHE OTHEI I �\ ` IS BARRICADED TO PREVENT MMTHORRED ENTRYAND POSSDUOFFME SEDIMENTATION. 1 - (o �m / 'o _ --- POND 1 2:'I. MORES SUILDING4 \ ` _ _ _ BUILDWf 5 _ \ ------ - ` 4 � �. ACTIVE SPACE _ _ 1 _ ------------ Will q- i -- ----- n'"� c-------- BUADc2 zo '4k,S&B � ---�-- ---- 1- BI�NG6 UXDImNGl -- ... 1 �snc \ --------- ....... __...._ - B ' kTVE SPACE .'' BMIL'f7fi8 �9 wv s» TREECALANE —-------- - \'� 1; 18 . --- 26 - --r — i _ RNMSRW �_ J____ -_ — — — - _ _ IXRVRV--- - — -- -- --- --- --- —� --- — —_ _ _ _ _ _ _—_ _ _ _ _ _ _ _ 0.� --- -- --- --- _� TLAD"iT'OP'E �—� 7an-7e� ___ _ ___ __ ___ __ _ __ __ ____________________________________ ________ _ _ ............................... _ IpgMMMaIX WPCE—Wf1 ��•�— •-•"�'-' fLKE1,I.eL �'--- �_� ��'—'�= —� -�J� �i� �iF� —.1F� R R$E ��-�� i� �aFc »a �V— ��'r._s.-� araaK_ r.uvsz'v-._W=-Sas-a+�'-�t_i++-aaas�..-aa.r++-ay. — ..-..rJ:+.�w�_v�w�_...�w��++r�......au.••{.... b. -• _ _ _ !INDEPENDENCE BOULEVARD INDEPENDENCE BOULEVARD RII 0 80 160 GRAPHIC SCALE: 1"=80' R E V I S I O N S / SIDEWALK SECTION I A I EXPIw9gNJOVfri/C I PLAZA DRNEWAP m APRON \ R � p1 FJ(PANSION JOINT 172" m SIDEWALK OR SIDEWALK AREA PLAZA CURB RETURN CURB FINISH PLAZA GRADE 72'-0• MIN VARIABLE - t/4 PER I'-0• as vaRUDLE 1•s 1'-S• ra a ra GCONCRETE Os EJd'iWSK1N OINT 14 PER t'-0• SECTION B-B SECTIONA-A CITY STANDARD DRIVEWAY DETAIL BUILDING DETAILS ------ -- -- 04 alwll7m�� NOTES 1. TOPOGRAPHICAL SURITY PROVIDEDBY NEW HANOVER COUNTY 2- WATERAND SANITARY SEWER SSIVICE M61LBE PROVIDED BY THE CRY OF WRMNGTON. 4. STATE STORMWATER PERMIT IS REQUIRED. 5.APORITON OF THIS PROPERTY IS LOCATED IN THE 100 YEAR FLOOD PLANE PER FEMA PANEL 370171 0010B. &A'HOLD KART MAGREEMENT' MUST BE RECORDED BETWEEN THE CITY An:OTNE` DEVELI OPEN I—"_'CCC,"n,•::Y OP^1E`I�I B„U,101 O. 7.AlANDSCAPEPLAN MUST BE SUBMITTED AND APPROVED BY THE CITY PRIORTO CONSTRUCTION RELEASE.. & ALL DUMPSTERS 1NLL BE SCREENED TO CITY OF WILMINGTON STANDWS. 10. IF THE CONTRACTOR DESIRES CRY WATERFOR CONSTRUCTION HE SHALLAPPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDEA REDUCED PRESSURE ZONE (RPZ) BACIROW PREVENTION 17. PA LTD. W_ ILLJi:bT}L4]I NO WATER METER E SUBMITTED DEPARTMENT 1ITY EASMENT SHAU_BE OBSERVED ON ALL STREETS WRHIN THE PAYMENT IN UEU TO THE CITY FOR SIDEWALK FRONTAGE ALONG INDEPENDENCE 27. ALLSLOPES SHALL BEAMA)aMUM OF 3:1 OR NATURALANGLE OF REPOSE OF SOIL, WHICHEVER IS LOWER i IV.L�XK GJGJ CYNSIYE WWLYT IV NMVII\'W Ar°°ROVAL%tlWW "ALL VEJ11ITAV"LE FBI'"wEtW,NF V,w'1vA,w 11 28. IF CONTRACTOR OPTSTO INSTALLONLY ONE CONSTRUCTION ENTRANCE, HE SHALL ENSURE THATTHE OR IS BARRICADEDTO PREVENT U NAU0pRIZED ENTRYAND POSSIBLE OFFSITE SEDIMENTATION. i8 tI� I ---------------- --�' use;• 0 �- .'' r.'' -�--�� wno9++ ` -- F'• -.- •- 4 __-..._ ///,•" .,;/ �w" �':.-,w.vcl 1 _ �Ii .i.�v-(Ci11 1"�. //1�� .. :.\ N46•itro+e�___.•,•I -�_-_-_/// "" '�/��'" _ y�I��a'"-� ut A - v• wxwroii ae'�tawxr�w caeiiri�ti -. _ ^♦® '3J ...._ •, m� wxxo .� • BULDING4 �; ' \� �.� wmwowl•� 1 �� - � w ,- �. ;�� ', 72807' -_ 'hS• E. ` /• I -_ _..._-._ - - __ `ems 4 \ \ TO DOWNTOV WILMINGTON SITE TO MONKEY JVIVV T IVIV VICINITY( MAP N.T.S. SITE ZONING MFM T LAND CLASSIFICATION URBAN onag 1VVnn4I_M1 (0I 1. IVVV I'VV TRANSITION/CONSERVATION PROPERTYADDRESS 3970 INDEPENDENCE BLVD WETLAND AREA 4.38 AC. LOT AREA 15.12 AC. +I- AREAABOVE 100 YR FLOOD LINE 12.49 AC. AREA BELOW 100 YR FLOOD UNE 2.63 AC. ALLOWABLE DENSITY ABOVE 100 YR FLOOD LINE 17.4 UNITSIAC. BELOW 100YR FLOOD LINE 2.5 UNITSlAC. TOTAL ALLOWABLE UNITS i12.49x17,4+2,63x2--5T 224 UNITS BUILING HEIGHT 35 FT. BUILDING SETBACKS FRONT 35 FT. SIDE 20 FT. REAR 25 FT. TOTAL NUMBER OF UNITS 108 TOTAL NO. OF BEDROOMS (3 PER UNIT) 324 CONDOMINIUM SPECIFICS NO. OF PARKING REQID 243 SPACES NO, OF PARKING SHOWN 243 SPACES NO. OF HANDICAP SPACES 8 SPACES REQUIRED RECREATION AREA 3.24 AC. PROVIDED ACTIVE RECREATION AREA 1.77 AC. PROVIDED PASSIVE RECREATION AREA 4.36 AC. TOTAL PROVIDED RECREATION AREA 6.13 AC. IMPERVIOUS AREA ROADS AND PARKING 125,701 SO. F E SIDEWALKS 14,467 SQ. FT. BLDG'S 59,323 SO. FT. T�T�1 490 AN1 en CT PERCENT IMPERVIOUS 30.3% AREA OF DISTURBANCE 9.00AC. INDEPENDENCE BLVD STREET YARD REQUIRED 32,742 SO. FT - INDEPENDENCE STREETYARD PROVIDED 32,742 SO. FT - THROUGH STREET STREETYARD REQUIRED 8,469 SO. FT. THROUGH STREET STREETYARD PROVIDED 8,469 SQ. FT. INTERIOR LANDSCAPE REQUIRED (81 6597 SQ. Fr. INTERIORLANDSCAPE PROVIDED 6601 SQ. FT. 3 Illy •mow - .. - 14 N = h \ . \\ \ \-� sw .vtiuoIVIW.6 0.`•• ♦�'>�/ _ : Mu \��.�\\\`- - i wrry6� C omnerme • — mw - m •: i mac'., w � ms Owal � ///� - y _ � �� \ \ \\ - ' 3 1 1 � 1 .. i__-�+** / I ,rlo rw svi ——_--_�_ ' `— �` z• \\ \ \� _ ��_�___�.�_ _ _ _._.__. smmn'w"om �As •; a : I % 1 Inwa.0 naaAww •, ; I`ri I � m :z I 20 ?50Baal BllaDueNGn2 - "•^D mecrew®. '/ ! / ,/ � \-/ � ' .-.. _ YE ; � � � ' l Liml�l F-. s-1E � ,'� - ewnna i i 1 g __ /I \'S�Y �•c_•--'--._._ _ _ _ ____ w � \ \ •��wlrr_.�+x �� amuwnrlw.' . N I 's'a`'r` Alae mr I I •! In:__ _k \ wc�s s�wu•.e- r\t` ao 1 a E \ / I r r / B �Sa^% 6 BUILDINGS BUIDIm g \� / . _ _ - . - \ _. —/`/ • I If sam-T�ECw-CAFt`— I 4 \ _ _ _ _ w,Wlxd611` _ 1 i• r .I. aca 26 --- -"------_-._---- � t �co. _ ___�_� - --.-. --- -----��--------------------------- ------ --- ---- -- ____—______/_. _ T ____ _ :en I�ivl rmleeY _ __ rmx.- v w•wY ____ _ms�lwm xwAnacmoacca®Icc 1 _—__ ._. \ N625@44W -I 1 _-______ 40.21 _.-. nlwwenm_t .-. i/..._.._�- _-�_._ ____----- -- - - _ _ awM�l°?"^_1._ io—=—_gym _............. ...... �i j '»IoxwAlvavluly :en 1 Jill aeuiwxo'x,nurcumnnlr• ___ _ __ _-- 7 mcI - wA`wmn mar a"co: _ _ _ _ _ _ �� _�— +�_,.� _+r•—•._.r--- ocra¢cw ___ _ �-- - id��.� __. _ _ ._- ___ _ __ ___ __ _arwle_i_w__________ emve_®_ nm_ _—._ —�- � -. _��_i'------ ----- -- -- T �. - - - - _ _ 1>L'�E� 708'78'- �-ext_dlsm>r lR0` IX la�lww .�a�� r•r. �— f_ llaipI i ___ - __ET___ _________ ________ ___ _-- _ ____ .. • _RH lE __ }+- IXC wtSMIE cA M p{ _ I l6fIS FX .. ♦ ...... ._s_ iYilNWRW -- RFK a/SSAmaE zrA `S1 M/ffA e ._. wN N��a'�W 1 AV r6wT 0.A _ wY lIV.4H IX OIB � m'(V1} } fnlVil �wr �111 __ _ _ ,eat_ m•..e _ _ ____ _ m: )ss _ _ _ _ _ IXra.aw ..wmA �' �..._Wr-..._�— -..--. -.-•�— ____ ...�- 1� -r y �I�wry��yy yy��yy..�� .•v.a__ ++aa _a-nv _ r+�.a•aF+\-aa.+l+•_rY+�_.rVr.�....w+•�v...r.�`r, -��F� Y.. V—f� —r ��——��'�-�>� �fJ.�-?� -. ----" �� J�-Zi�J�- -ice-iF'= -�-F— YJ� -�>� �aF �+.aF �i— _�� y..� v—�-�i�-_wJY+ au V..• aaasV+ JV�. .Y+. V+v , auaW _ FS MH_6lf AOT.E 2X - .•` fltl---- _____________ ________________________________ _ _ _ - 1 --------- o-----�- ----" ----__ YMO - - Kpw lil ______ _____ ______________ _ -------------------------- . --'9__—...___��____"'___'�'___�.__oc,xwa_�—___�____��___.��,--.,--i._��,---.,--+.—�.--„—,�, �._ INDEPENDENCE BOULEVARD uw iNnFpFNnFNrF BOULEVARD LEGEND DENOTES PROPOSED CONTOUR t DENOTESEX CONTOUR _® DENOTES PROPOSED GRADE DENOTES PROPOSED STORM DRAINAGE DENOTES DRAINAGE CATCH BASIN WI INLt1 PROT EDTION .� DENOTES LIMITS OF DIS71JRBANCE DENOTESSILTFENGE 'Q DENOTESSEDIMENTTRAP DENOTES DRAINAGE DIRECTION DENOTESWETLANDUNES ,4K DENOTES PROPOSED FIRE HYDRANT !6� DENOTES PROPOSED MANHOLE B N SS DENOTES PROPOSED 81N SANITARY SEWER (f11;D DENOTES PROPOSED INTERIOR PARKING LANDSCAPING AREA LiEl DENOTES PROPOSED STREET YARD AREA (EE�D DENOTES FOUNDATION PLANTINGS REO'DIPROV'0 PROJECT NO.: PW439 DRAWING NAME.: F9MASTERIPW-a/DGNAMISONPLACEIDETAILS.DGN 80 0 80 160 GRAPHIC SCALE: 1" = 89 SITE DATA I RECEIVED JUL 2 4 2006 DWQ PROJ # SW i&eo i 2 APPROVE[) [}mil NORTH I ARC!. NA ENIVIRR `NMFNT1 MAr,Ar,ER -T CGf llfvr�8 0;.� DIVISION OFIII QUALITY II-ocT- 2vv-�- R E V I S I O N S PER PRELIMINARY SITE PLAN AND MASTER LAYOUT MADISON PLACE @ INDEPENDENCE WEST WILMINGTON TOWNSHIP CITYOFWILMINGTON NEW HANOVER COUNTY NORTHCAROUNA OWNER: INDEPENDENCE WEST PROPERTIES, LLC DESIGNED: wz-s ADDRESS: 102-ACINEMADRIVE DRAWN: WZS WILMINGTON, NC 28409 PHONE: (910)228-8388 APPROVED: JHF gTROTTT) RNMNFF.R.TNr. P A I DATE" 1212=5 102-0 CINEMA DRIVE SCALE: 10=89 WILMINGTON, NC 28403 (910) 815-0775 SHEET 2 OF 15 ---------------- NOW OR FORMALLY -"•N.iZB° 40'5 1S9.Z9' BRYA-WAND CI 11CCICA n AYCIDC5"E 1 1 I Id Im Iz IO iv /m c� 4 R06500-005002-000 _.-- --- O -- HMZONING - /i - It A, ----------- -------=----------__,\ 4g,F \-•-"'.._ rViS40 1 .' \ �• i' ' WAll. XEYSwb-ESEEEE NOTE \ - . -.. _...__S<,�8r�f •� '` FOR INFO ---- i 9B?, \\ _ \ , RIAL12.3B>ER \\ -_-INV. S.dO'-J_ :' i' .,_•..' - F.H. _ RIM KEYSTONE RETAINNG ,- �` �'�/,•',.'" _,,,KR EPSEM'��<�� !-S �V. AT TE 1 _ \\ - FORA INFO t� 6'PVC SEWER _ ,-' -'17� �\_ SERVICE rQ. `'DUMRBLDG Q 1% PATOR S8,'. \, - _ ' [THE _ ,,� i i - cv •an - EN 8 } it ��%1`._ r,..v"w$.i... SIVNE ' ')4 ° I _ - 6 MN %'� ' I, F• "._...'IS• _ �` ._e. Q LINEPOND WM 12.02 - / 18�FES CLAY LINER' d• i _ PVC_ -->�_•4 i �.-/�_ INV. 10.60' ERGENCY SPI �� SHEETI3 2.Z5 i .i E76.4 1I2'- _ - yp' 6 '�/ "i' '� - , % 4°(• C.O. SF_&NRCETO FI NG E16.2 �221t2' 5. �'. / 18'RCP WA 13S0 %S` N215k, �.� �4.0% PON OF BERM 1° sscA. N46° 14'. _ _ / . ,' RI:80 ACCESSI �UG _ USE POND 1 AS•TEb7PORARY N -- - -'00g, ' " 962 RiV 13. 1�g g\LE \' I FE ` 911%44 11111 \.. / \ . S€DIMENTTRAP SEE NOTEU3 // 1 ° 1\ ��i "o \ � /SS j./ - •.. I i_.... . ________ ` •/ '1 ?74° �:., RCp \ •...•.ENERGY DISS14 SF,R1HCET `� �/ �� TTRN6�'-�� 0 \� 8)VX1Y \ CLASS STONE - 1 .•,� ,' FCONCRETE SS C.O. ��\ \•\ \` \\ KEYSTONE RETAINING ,�� / R7 •',/ / SIDEWALK _ __ \ G METER WALL W4-SEE NOTE v �,/ ice" FE 1& / / \ FOR INFO 1 �� ,y FEi6.- S c. - BUILDING -s EEDEi ` / p 16.1 RIM ,80 •S TE D7 J •� \\ r' ,! FE 6.0 /° \.- --- FFE 18.0 SHEET'- /`3A'FgS ` 16 '-----3 --- - - _ SCONCREETE � N� 43 \ \� TOPS ON BUILDING S53 i' EX MH ! , `� _ _ _ _ _ _ 12 UNITS I G SIDEWALK - �'7• \ _ �' : RIM •12.75 Y `� 85 16.6 ---FFE78.0 - ./`� ` ` A�BTH)"FIRN yy,, INV. 3.63 `..\ FE 16.6 -'� �� \ FlnTN a` �� _ 3:1 MAX -''`- _ BUILDING ` \ BD D - 14� SLOPEFFE R4 ACTIVE_SPACE� SEE DETAIL - \ JB2 - KEYSTONE RETAI !P 43 fY.�6AC. K - \\ �-•,I /1 HYH1RaRFFn IAAMF_DIA IV ` WSW. - �\ RI iR 9(1 o O /'•. �� \ __-�\ �� AFTER CONOTR N EMERGEgCY USE SEE NOTE \�-- - - R25.OD -- SPILLWAY-0NV. 15.10 -,.WETLAND AREA CB\23� - \ � ` \ � �\ ` O BOTT WOF CLQPE . SEDME ND 2AS TEMPORARY ` RIM 75.80 ••f - Z i ^ SEDMENT BASIN - SEE NOTE D3 \ / `� I N. 1120i' _ %` _ _ _ _ _ \ �\ REINFORCED - ` / > t 1 SCOPE -SEE - �. / ` III"`YYY'ggg,,,"'222CCCIII MRCP 66° SECTIONASHL I2 �� •4 �� ISSIPAT ' R \ \� 9 �s, '•f' \11 : 'l \ .y{(�� \ 1 1- .0 1 _ - E E15.9 6"CORRUGATED SOLID', I_� I ''• ?5'CnNRFRVA _ _ T_C 16,4 ` +�•.i ""-- 2W4IODRNEWAY i HOPE ROOF DRAIN \� �-� SPA _ _ _ 2. jBi\ _ _ /,,\ PIPE-1%MIN. GRADE �`• 1 CES -aD I 10..• TOP 15Ji0 '/ ~ ?; 4c; 1 I; NO PERFORATIONS ARE o \ I 1 RIM 11, 1.0 1 / 18" R � ° FlFfl . Y PERMITTED, DEFLECT PIPE .1 AS NEEDED GUTTER ROOF �� IAA jt qT RIM 9.0 &0 �29 EASSMENN DRAINAGE ;•I (TYP)-SEE DETAIDRAIN L 1 IA EDED 7.0 E - ENERGY DISSIPATOR ,\� I %11 P 5 6.0 '\ C�l8k6k12' 24' R� - / _ _ _.� 16. - 00 CLASS'A" STONE KEYSTONE RETAIN _ 1 ' fT - _ _ _ \ Min 70. /L �13 TAPE / I } v I 1 t I WALL EE NO - �A•or"b., / TNINI Bti 45° / i WtI V}NDARFA I i ( ; i Fin: iTNI=O NV. 0.50 ( / TG/1&5 / •� 1 ' \ IA 15.88 i NOW OR FORMALLY BRYANTAND FLOSSIE VIOLA HEIRS R0850000SM2-0OD �, 1 6'CORRUFATED SOLID 1 _ HM ZONING FCj I HDPEjt00F DRAIN :o I PI i%MIN. GRADE NoERFORAI SARe !\ RIlI1DIN(,1" 1 BFii1N_nICiAN_n /_____ ., I EMITTED, D04ECTAS NEE E I '••�• ,_-�• z IX.MH Ti ` BUILDING 2 Fes," o 9z6o 4 P, I RIM 12 .. l ' FFE 17.0 CONCRETE Pam• / 16.7 / 7y i INV. 2.51 STOPS ON SPACES , / i6.6 / ,2 / 380' 1 : ADJUST -- 5' CONCRETE TYP. WATER ABU7-LNG SHD�W 1, AN AY /13'/ 1 ASNEEDLD I SIDEWALK SERVICE WMETERASS BLY.} f % ! o A�PER Der / SHEET SEE AIL ( 16 RR500 f cry T / } // 'gyp-$\E ssc.o. -I x 1�� i A A GUTTER ROOFf • ... C[T6 / _ �• ` -° DRAIN CO ON 1 l I 3S C.O. 1 ( i :: 'm RIMM620' rn I I YPNSEE DEfiAIL I _ - - - - _ f 2a'DRIVEWAY I \� •, it I I I V" ,: 3:1 MAX R6'RS ' : N 7 SLOPE OR ANGLE STOP° T � I I m TU AN I I � I OF REPOSE NRNAMOII D l SC �. 4 �` , p i SEE DETAIL SEE 1DEFAI� 1 C PE TO E I 6' GIG. TEE AT• 14 RCP .4% 16.2 DETAIL I �. j �r 6 H H. TEE . Z \ DEEM '(E 1STRAPAD, .__..--.-._________-____` _ _ _ _ + 6' M. AT �NIM 1�20 tY RCP ss c a A LAN tM-15.9. V. th.93 @0.3% TRIBEC E z �� SS ;• .' '. I .'" _.__.___.____.. _.._____..��1 1 1 o RS I-� W!� R�---�+�` 1 I I 8'6Q' ER oc•C - _ o _- _ - - - - - - GD rU 14„H' -m - - -- - - - I� 1 1 '----`---- ------ -`----------------- '�=L -r; - --- - _ - - - - - ----- _- - - - - - - -- - - -T ;8 G I -------- }} S O ---=--------------------------------------r.--- \ -- 1.a% ----- N62° 50.'44"W - - - % • 6SSE� TC 16S S E 16.4 40.21 i%MIN. GRADE P (/� \ B.0 ___ _ ____ _________________y-_-'--_______________--___m) } __ ��_ 135'BUILDING S_ ACK ___-_________________ _________________________ _r_______ SS� 95 C 15.~ I 1 8' ENARD :"-- 10'NON-MUNICIpALUTIJTYJSASEMENT --- _ •`�0 FORCE MAIN -� -� ----`-DISS EX FACE MAIN.- .__ /iP-PR X. IX. __..__.______ ____ - ----------------------- ___________._CUSINNEWLEANHTOLE_______.______ 1. _ _ _ _ ____CSA5_S"A"_SP_ _______________________________ ON GRAVITY SEWER ENERGY DISSIPATOR 18, RCP �0.6 LEGEND T I CM12 .94 / �T7E SERVICETO NEW MHENERGY IXMHEX. CMP'S I IX. GRAVI_TY_59 R - _ - _ - - -INV 4 66----CO-----MI�7 - - - - - - - - - - - - - - �® DENOTES PROPOSED CONTOUR -RCP APPROXIMATE IX. FORCE MAIN -- -- ---- INV. c _____________ a NV. 13.E '!-- i-{- �-F--� � -�- �•- -1'- -f- '^ �--i_---_:+_--------__�_EORCEAAAIN�-----='-------- -�- --�-'�'��-------=_.;E._= -_�---- �a-'- DENOTES IX. CONTOUR IiL EX STORM SEWER -� __-_-_-_-_-_-___-_ ____ 1 MATCH EX.-'_ a�s�- - - - - - _ _ t a-�tyt _f�J�-f�-_1!=-li- _ _ fir--:a•--e:�- -a-s -- - -=�_ _ _ _ _ _. _ _ - _ - _ j GRADE -PROVIDE-,; . _ -,® DENOTES PROPOSED GRADE -- - - - - - - - ( I STOP' 1. SMOOTH TRANSITION _ _ _ r DENOTES PROPOSED STORM DRAINAGE _f_+_�__.__ _ v__________________________ ••__._______________.__________________________________--------------------------------------- DIN SIGN TO IX. PAVEMENT DENOTES DRAINAGE CATCH BASIN - ti - - - --I ,-. - - - -i r - -I I- - - -I �- - - -i L- - - --I - EX. IT WATER - I-- - - -I �- - - --I I- - - -►/--H 7 I i I i . i I I i- WI INLET PROTECTION . TEE DENOTES LIMITS OF DISTURBANCE INDEPENDENCE BOULEVARD REMOVE TEXISPU 1T V. .�° REMOVE NE PWG 8" G.V. DENOTES SILTFENCE 17INLINEG.V. LT DENOTESSEOIMENTTRAP DENOTES DRAINAGE DIRECTION -k DFNOTFS WETLAND LINER F DENOTES PROPOSED FIRE HYDRANT IN DENOTES PROPOSED MANHOLE 6 W 55 DENOTES PROPOSED 8IN SANITARY SEWER TO& DENOTES PROPOSED INTERIOR PARKING LANDSCAPING AREA LW DENOTES PROPOSED STREET YARD AREA 40 0 40 80 r VOTES mLiun_e 1011. u olwunur�c °c mPO\m PROJECT NO.: PW439 GRAPHIC SCALE: 1" = 40' DRAWING NAME.: FJMASTERFW-a/DGNiMADISONPLACWWNSTRUCTIONSIDEADGN NOTES: I. lu•welnlmlvv.swertr rnuvlutu nr ntry rvvAArtrc�uurvl r Z. WATER AND SANITARY SEWER SERVICE SHALL BE PROVIDED BY THE CITYOFWI MINGTON. 4. STATE STORMWATER PERMIT IS REQUIRED. 5.APORTION OF THIS PROPERTY IS LOCATED IN THE 100YEAR FLOOD PLAN PER FEMAPANEL 37017100108. 6.A'HOI.D HARMLESS AGREEMENr MUST BE RECORDED BETWEEN THE CRY AND THE DEVELOPER PRIOR TO THE OCCUPANCY OF THE FIRST BUILDING. 7.ALANDSCAPE PLAN MUST BE SIBAMTTEDANDAPPROVED BY THE CITY PRIOR TO CONSTRUCTION RELEASE. &ALL DUMPSTERS WILL BE SCREENED TO CITY OF WILMINGTON STANDARDS. 9 PROJECT SHALL COMPLY WITH CITY OF WIMNGTON CROSS CONNECTION CONM REQUIREMENTS. WATER METERS CANNOT BE SETANDACIVATED ON NEW MAINS UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR FPWLAPPROVAL CALL 3433690 FOR INFORMATION. 10. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SKALLAPPLY IN ADVANCE 12. PHYWAIADDRESS FOR THE PROJECT S 3970 INDEPENDENCE BOULEVARD. 13. IF IMPROVEMENTS ON INDEPENDENCE BLVD. EXT. ARE WITHIN SW OFATRAFFIC SIGNAL THE CONTRACTOR SHALL CALL TRAFFIC ENGINEERING AT341-708 PRIOR TO ANY EXCAVATION. 14. WEI AND DELINEATION PERFORMED BY ECS LTD. 15. ALL UTILITIES SHALL BE UNDERGROUND 16.ALL COAAERCW.WATER SERVICES ANDANY IRREGATION SYSTEMS SUPPLIED BY CITY WATER SHALL HAVEABACKFLON PREVENTION DEVICE ACCEPTABLE TO THE CITYAND APPROVED BY TOALLVALVESAND FITTINGS. THSWRE S TO BEACCESSSLEATALL FIRE HYDRANTSAND WATER METER BOXESTOAID IN FUTURELOCATION OF FACAME& LANY BROKEN OR MISSING SIDEWALK FANELSAND CURBING SHALL BE REPLACED. �`;;i�317tla1,•11.7dCDii�i1.71t'eiiq;liS�3i [F III T:.44':iir7:;3�:i'a.9ii�.•li,1TI:`i[d` 24.A 10 FDOT NON MUNICIPAL UTILITY EASMENT SHALL BE OBSERVED ON ALL STREETS WITHIN THE SUBDIVISION. s. utvttur7HSrw.LneuWut rarAertl u4 utu w IHt CITY FOR BTutwaLK rIAUNIAUt/ulxw Inutrtnutrn;E BOULEVARD. 26. THE EXISTING DITCH TO BE FILLEDAS SHOWN SHALL BE FLED IMMMIATELYAFIER CLEARING BUT PRIOR TOANY CONSTRUCTIONACTIVUYON SITE THE DITCH SWILL BE PLUGGED MIMEDIATELYADMCENTTO WERANS PER DETAILAND FILLED IN SUCHAMANNERASTO PROHIBIT SEDIMENT FROM ENTERING WETIAINDAREAS, ALL WORK ON THE DITCH SHALL BE COMPLETED IN DRY WEATHER: 27. ALLSLOPES SHALLBEAMAMMUM OF 3:1 OR NATURALANGLE OF REPOSE OF SOIL WHICHEVER IS LOWER QC�`rirgSlOAt '•y�•1,�,,,Fryt3�N,.�• 4r�J ------------ ES K N SS R. P.E. 7 -- DATE DRAINAGE FEATURES SPECIAL INFORMATION: STATE DETENTION POND NOTES: -D1: POND 1 INFORMATION TOP EL. 14.0 STORAGE EL. 13.0 SPII I WAY FI • 1 1 5 PERMANENT POOL EL. 11.0 BOTTOM EL. 8.0 -D2: POND 2 INFORMATION TOP EL. 15.60 SPILLWAY EL. 15.10 STORAGE EL. 14.60 (10 YEAR) PERMANENT POOL L. 11.0 BOTTOM EL. 5.0 -D3: TEMPORARY SEDIMENT BASIN INFORMATION: CONTRACTOR SHALL DEMUCK AND REMOVE ALL ACCUMULATED SEDIMENT FROM POND ONCE SITE IS STABILIZED. CONTRACTOR SHALL VERIFY POND DIMENSIONS AS SHOWN PRIOR TO COMPLETION OF PROJECT. SPECIAL NOTES: KEYSTONE RETAINING WALL INFORMATION: -W1: TOP EL. 17.5 NEIGH T VARIES REFER TO PROFILE SHEETS FOR WALLAREAS -W2 TOP EL. 17.0 HEIGHT VARIES -REFER TO PROFILE SHEETS -W3 TOP EL. 16.0 BOTTOM EL. 13.0 -W4 TOP EL. 16.5 BOTTOM EL. VARIES REFER TO PROFILE SHEETS FOR WALLAREAS -W5 TOP EL. 16.0 BOTTOM EL. VARIES -SEE PROFILES NOTE: ALL ELEVATIONS DENOTED AS "BOTTOM EL." ARE TO FINISH GRADE AND DO NOT INCLUDE ANY FOOTINGS OR WALL IMBEDMENT BELOW GRADE. IMPORTANT NOTE: STRUCTURAL DESIGN OF ALL RETAINING WALLS SHALL BE BY OTHERS. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING STRUCTURAL DESIGN OF ALL WALLS BY SEALED BYA REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF NORTH CAROLINA. CONTRACTOR SHALL SUBMIT SEALED CALCULATIONS AND DRAWINGS TO PROJECT ENGINEER FOR APPROVAL PRIOR TO WALL CONSTRUCTION. E V I S I 0 N S uu� 1. PO GRAMICAL SWVtY PROVIDED BYivcW HR('IQYtN IA/UI.Il 2. WATERAND SANITARY SEWER SERVICE SHALL BE PROVIDED BY THE CITY OF WILMINGTON. 4. STATE STORMWAIER POW IS REQUIRED. 5. APORTION OF THIS PROPERTY IS LOCATED IN THE 100 YEAR ROOD PLANE PER FEMA PANEL37017100108, 6. A`HDD HARMLESS AGREEMENT' MUST BE RECORDED BETWEEN THE CRY AND THE DEVELOPER PRIOR TO THE OCCUPANCY OF THE FIRST BUILDING- 7. A UNDSCAM PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO CONSTRUCTION RELEASE. &ALL DUMPSfERSWILL BE SCREENED TO CITY OFVMMR TON STANDARDS. 9. PROJECT SHALL COMPLY WITH CITY OF WILMNGTON CROSS CONNECTION W OFATRAFRC SIGNAL THE CONTRACTOR 14, WETLAND PERFORMED BY IS. IDES SHALL BE UNDERGROUND ECS LTD. 16, ALL COMMERCIALWATERSERVICESANDANY IRREGATION SYSTEMS SUPPLIED BY CITY WATER SHALLHAVEABACITLOWPREVBtRIXN NICEACCEPTABLE TO THE CDYANDAPPROVED BY USCFCCHRORASSE. CALL30WO FOR INFORMATION. WETLAND N41° 35'39"E 128.07' 17. WHEN PVC WATER MAINS ANDIOR POLYETHYLENE SERVICES ARE PROPOSED, THE PIPES ARE TOBE THANDSTRAPPED M. EN \\\ NSULATED TO THE CO�AIM E IRE TOlit �'WES WITH D WITH NO. WCTTAPE THE INSULATEDWWIRE REIS TO HE STRIPPED RARE WIREAND SECURE \ �\ TOALLVALVESANDFDTINGS. THIS WYtE IST08EACCESSIBLEATALLFBtE HYDRANTS AND WATER ME ta�BROKEN IN FUTURE S�IDEL�KFPNE SAANNDCURBING SHALL BE REPLACED. TALL DRGi PLOT; _______________________ 19.ALANOSCAPNG PLAN INDIG171NG11E LOCATINOFRECUFtEDSTREETTREESSMLBESUBIMFIED C o \\ \-fTCrtM- NJIIRCINVSEUIMIMNI �\ ` TO CITY OF WILMINGTONTRAFFIC ENGINEERING DNISIONAND PARKSAND RECREATION DEPARTMENT \ LEAVES SITE VIA DITCH ANDAPPROVAL PRIORTO RECORDING THE FINAL PLAT PLAN SHALLADHERETO SD 1547, a� �� 20.ALL W44S AND PAVEMENT MARKINGS NAREAS OPEN TO PUBLIC TRAA3CARE TO MEET MUTCD -----__-� \ ��ON UNIFORM REN �ONAT3411CONTROL - DEVICEISCUSS S) STANDARDSREET OPTIONS. ACTIVE SPACE - \ T);2LiAC, \ 21 CONTACT CEST e 75 \\ _ "9Sr 7 22OF TRAFFIC AND SARETREET OPEN ETHO TRAFFIC, CONTACT RICHE BROWN ro11EIX1EST INSTALLATION . OFTE300F FOOT RIGHT ONANESMiNs. (? 23. 11LE 300 FOOT RIGHT OF WAYAS SHOWN ON THE PLAN SHALL BE RESERVED PER BRBAPPROVAL RIM iS CB - _ \ UNTILMARCHDEVELOPMENT SWW. OCCUR WITHIN THE RIGHT OF WAY RESERVATION IR1N. II.2§.� IT P RIM,5.16 -- N-R�',U \ ��`��\ _ _ _ AREAUMILAFTERTHAT DATE. i INV. 11 1 f13 - _- -_ MUNICIPAL EASMENT SHALL BE OBSERVED ON ALL STREETS WITHIN THE AI (7jTt \� � N6 PROVIDE 60' RIGHT OF - 4. A tO FOOT N 32'RCP T- 1 _-.-_-_ _ �y�,,,� o _WAYSTUBOUTANDCURB 2SUSMIL0p RS OAUANY-M C81 _ t __-- ! A}2, - TUFY101g C1 NECTMTY 2a UEVT30PERSiiaiLPROinuE PArLEa'NTN iieifTUiriE CTYFCAi 51F YYAiifFRNONTAi,'EAiuiiG NDEPi g „ -TO ADJACENT CT_ BOULEVARD. / S.16 RIM i1.t8 STQ�IA�VYIiY E 4� 70ANYCONSGDITCH OBEFILLED S SHOWN SHALL E. THE DITCH BE FILLED ILEE PLUGGED BUT R \\\ -�� INV. 1.11 6�' PUBLIC' 5. ==\`; f - _ 28.71ANYOONST UCT TOBERUIDAS SHOWN BE LUGGE IMMETERCLEARINGBUTF \\ �, - •`�-.r \ - =�'`\ - - - PER DEPLAND FILLED N SUCHAMANHERASTO PROHIBIT SEDIMENT FROM ENTERING WERANDARE WID HAY _ y ` / - ° CBl5.__ . DRNEWAY _.._ WORK ON THE DITCH SHALL BE COMPLETED IN DRYWFATHER .. - ?°� - 8 - ALL SLOPES SFW27. ALL SLOPES �L BE�SUBJECTTO ENGNEERAP A MAXIMUM OF 3:1 OR NATURAL ANGLE SHALLBESUITABLEOF REPOSE OF �BEARNG FOHICHEVER �LINI / EX,DIT� 10BE`�''.+`,.r�/ RIM 16.11 \ - ;� - ..-__ .'. - - 28.1E CONTRACTOR OPTSTO BJSTALLONLYONECONSTRlCTION ENTRANCE.HE SHALLENSIARETFiATh gP•p� COtNf70lJR3 \ ',.... ,,.,.�.._ . `: 2a'DRNEWAY NV. 11.61 \ \ \ __ _ - - - _ is BARRICADED TO PREVENT UNAUTHORIZED ENTRY AND POSSIBLE OFFSITE SEDIMENTATION. C61 4 2 j _ _ 2 §GIN • _ wN-_______ % 9' ----, C817 •ST RIM 11711 _ _ \ TS - - - / .84r R•C �� QUtvc..._....__ mlMlaa� _ IG i RQo_ - _ - _ --- "6'LH -.- ._-. EE7YJ 1T01 . '-)'} 27% \ 3� \ R35 \� - _ _ .__:. 6k INV. 49 \` _.____.. .. // RIM / 45- f! i' ��' m 12•#% N'_UtIN7ClP • • _ - - \\ - �(� .- _ CITY STAYDWR3 \\ / / \ \ - \ R le -'' L.- �"1 4 ` - - 1 - - / INV I `�• `,i'// NXi J83 F 1T.3 S I $ --_`_ 77. E,\ _ `\ - -.�\. \\\ IVJrO° ° A � ' t 9 / RIM17.00 R' - _ s \ cB,3------------------� - 30- IM 15.86 I / R5 R25.Od _ • .1RMIMJ 1y7.31 l - `� INV. 11.80 _ _ Fi E1791 �RMOD 17. _ - 'e "v, r_ `\ \ \` \'� - `•,\'`� _'____.. -- - 7 t4 ♦ i E1 0 ... aCP ._�.R10017.7 oam FE 7.3 aeiSp T�^, -- _ - :.._'� _ 2ni 1.. _. GRAMMERCY P t I Rs R5..r .._ M117.31 \\ 1r RQP \ \ --__ - - j �' S' CONCRETE ARK PLq DUMPSTER P FE = V. 12. 3% _ _ - - / R �RId 16.]0 ' I K - - -__ CE SEE NOTE8 ) -_-- _ � \\ Rs -�----------- 3 \ \ ' B'IH. TIC ( 24'ORIVEWAY � g'r 8•RCP /I / I �- � •' :..'-____ - .y FE RIM 77.00 S (�7�P5. j'_itADiH-_�_ .. _ .4 45°T�T \ / I ! _ _ 12.7 \ �4F� \\ - -_� 2� _ R % 380' 1 XV 25' DET AD �As \ �W ' \ ' _ /A7TON SPA NEWAV WV 12. '" / \ (g10.3% \ \ T+ ! I `' •/ �'s;'W z`:' i _ N I \ \ tl AC115E ACE BUILDING 7 - Y124 G BUILDING 12UNITs 12 UNITSFFE BUILDING9 RI06.56 . BUILDING 8 FFE 18.5 911NIT'4 INV. 1256\ F.H. FFE960 6' TT FFE 1930 6o1YRCP FE _ ------- rV, 1i93 90.3% 26 - \ SS 0.0, _ SS QO. _ _ t 1.'1 V _ TEE! � ---------------- ----------- .. ----- ..._---- --'--- -- --- ----'---_--- ---- -------------- - -------------------- ------------------- ----------------- --------- ---_-_--------------- ---- ----- T (2)WG i I FILL EXISTING DITCR SS C.O. ________________ _ - __ �____ 1 2_______________ ___ _ ________ _G.g___ ______-_____ ____ ) F_________-___-________________________ ______________-"---__--__ ___-- - _ __--_-8 y_______ ____________________ I �'P•"'O -. -'' SS C.O. MAX DISTANCE 6• SEWER I _ - .. _ _ - , S • �5• I I .-- -, 18' STREETYARD ;'" 35'BUILDING SETBACK BETWEEN C.O. SERVICE :I � I � : � - - - _.._ - - '-.'--- __ _ - _. .��' Ii --------------'------- - '----___�- -------------------1%MIN._GR9P.E-------------------,� I T1 �---------------=------------ -------------------------------------------- ----='------- R___ _-____--------------- '-.. ....__-, _.. .. �-'-'-- `" R 15.�5 10'NON-MUNICIPAL LJTILITY'EASEM NT ) '. .'--------------------- ., -` y SS C.O. CIYP) ! �L I I 10' DON -MUNICIPAL UTILITYEASEMENT'-, - ... -----'--------'--- 3� --------------'-----• N40^14'00•E 732.06' SS C.O. SS C.O." - �- - -�-- EAIERGDISS,PATOR f- - - r- �� - EX. FORCE MA IAA - _ -- �-TI1p-�1- � lh'�6Q C -J UU. ! O 5k12" • � 5' ..... 8k .. EX.SWALE A SS C.O.. CUT IN NEW NTH..._____________________________________ __ __ _________________________ ___ _____ _ . --ENERGY -ENERGY ____:_::________._____________. ICUT IN NEW MH _..__._____._______________. DISSIPATOR �":. _... _.._ ._________.. 1B'RK _ -CLASS"A"STONE Y.4% DISSIPA O _ _ _ �y: .__g'��2e_...._____, ____FX_�%�____.____.. _._.....__..._______.. _:_ __________.._____.__..._______._........ _... _.....____. _ _ MH _......___ � Faff _ _._____.______..._______...__CLA. -STONE___________________________ N`MH ________________________ •RIM'18.00 INV_9.21 =. EX GRAVITY SEWER [JC MH 8 GTS8 TO EX MH --_ _ ��_----__-_-.----------------- 1. 1 7 '--. .J. CI�YA .". _ {t3 18•PES -�-£C, MLL �� - ----0 RIM 23.9 ---. _STONE- _ • --_------_---------_ ______-__-- � 16�. 'Cy-------_ R35' - -. FEES 1 - .. NV 13.6 '•� 7.99 ' - = -------------------RIM �'�.. -•.. - --- id EX. FORCE MAIN. - �1 - �l - �� 10. INV. 10.87 �F= = ter= ' �-- '.. - 'may - ----�- INV. - r I INV. 13.21 _ - .... -- - -- -- - - ----- - - -- - --- - ------- ------- ------ r- =: -�.r-- = +� _ -�.t- -------------- ------ ----- - ------ MATCHE9E.-.. EX PAVEMENT -- --GRADE-PRBVI�TE---.:---------------------------------------=-.------------------------------- '- ------------------------- -____-___-_______.__-______________ - ______ _Lw___-_ MATCH EX ----------YaWtDFPROVIDE---------�'------------------------- ' -----------------------'-'---------'------- I ---'7 SMOOTH TRANSITION - -- _ PROVIDE NEW SMOOTHroTRANSITION TOEX. PAVEMENT tY-6:V------------------------------------------ :-_--__-----------------------`--------------------------------------------------------_ R E V I S I 0 N S 1Y WATER -_.-.-. _ __ ____________________________ _ ______________________... _...__._..___.___._ aNay. BY ND. DATE DESCRIF 1 ITWATER -1 F-----� �� F- i I--H I � 'r-� �-i I � H� H---1 ! 1 H 7Y WATER -i F---1 H 1 F--1 " WZS 1 1I37IOG PER COW CA� A�//'�C FAQ IT G.V. WZS 2 2I101O6 PERCITY4 IT 12" TEE i m n F P 1 I i n� 1 Y\ L B1 O U L E" \R n ;� ECCENTRIC REDUCER 8• G.V. WZS 3 20 06 PER NHC I 1YG.V. Y ao. IIIloVVY Lls.Y\VVI■vI. LEGEND _�O DENOTES PROPGSEDCONTOUR DENOTES EX. CONTOUR _® DENOTES PROPOSED GRADE W*V- DENOTES PROPOSED STORM DRAINAGE riI DENOTES DRAINAGE CAI NBASIN V1�-+ WIINLETPROTECTION .� DENOTES LIMITS OF DISTURBANCE DENOTES SBTFENCE DENOTESSMMENTTRAP DENOTES DRAINAGE DIRECTION DENOTES WEILAND LINES �+ DENOTES PROPOSED ERE HYDRANT .e, DENOTES PROPOSED MANHOLE 8N SS DENOTES PROPOSED IN SANITARY SEWER (99D DENOTES PROPOSED INTERIOR PARKING LANDSCAPING AREA M: DENOTES PROPOSED STREET YARD AREA 0 DENOTES FOUNDATION PLANTINGS RE UIPROV1) PROJECT NO.: PW439 DRAWING NAME.: PIMASTER1PW4391DGNIMADISONPLACE/CONSTRUCTIONSIDEB.DCN 40 0 40 SO L � � GRAPHIC SCALE: 1'=40' oro icc z m gK -, t_ Imo" A EROSION CONTROL FABRIC 3'4" UNLESS OTHERWISE NOTED ON PLANS FILL WITH r 1'-0" EARTH = I I - I I I I 3' MIN. I BURY I I I I I I I I NOTE: SEE SECTION A -A FOR TYPICAL SILT FENCE INSTALLATION. TYPICAL SILT FENCE SECTION 40I � o° o° 0 Q O Oo° O 0 ° 0 00 0 ° 2'-T COARSE AGGREGATE O O 6' DEPTH ° 80 0 0 C 0 O 0 0 ° ®° 00 ° 0. 8 0° 0 900 o O ° ° o 0 00 0 _ _ EXISTING ROAD CONSTRUCTION ENTRANCE DETAIL 4'-0' 1 L A STORM DRAIN A PIPE ° CLASS '13 ------- RIP RAP FLAIRED END �'� '°�" o : �+o °o / SECTION z PLAN VIEW FINISH GRADE TOP OF BANK 1F PIPE FLOW LINE e o O o O a o00 CLASS "B" RIP RAP FILTER FABRIC SECTION AA RIP RAP APRON DETAIL FILTER FABRIC TO BE TREVIRA SPUNBOUND TYPE 11/120 RIP RAP APRONS SHALL BE PROVIDED ON BOTH UPSTREAM AND DOWNSTREAM ENDS OF CULVERT FLARED END SECTIONS TYPICAL SPACING TYPICAL SPACING W GRADE VARIES ,y II I I I I I I I I I NOTE: MAXIMUM TYPICAL SPACING IS 6'-0" WITHOUT WIRE BACKING AND 8'-0" WITH WIRE BACKING TYPICAL POST SPACING •a.a TII,e:e. SILT FENCE 24" X 24" CAST IRO FRAME G TE 3' TYPICAL STAKE "D" HEIGHT O 8" BRICK WALL °D ' e 1• ' o !; CONCRETE SLAB DROP INLET DETAIL NOTE: "D" = 24" FOR 12" -1 B" PIPES "D" = 36" FOR 24" - 30" PIPES "D" = 48" FOR 36" - 48" PIPES AND A TRAFFIC RATED CONCRETE SLAB WITH A24" OPENING SHALL BE PROVIDED STAKE HEIGHT 3' MIN. (TYP) SILTFENCE AROUND STORM DRAMA BOX PICAL SILT FENCE INSTALLATION //ia;MD\..:1, :c:3n. .:emu, FENCEINSTALLATION DETAIL EXISTING OR ROUGH GRADE I l STORM DRAIN OX STRUC URE 1' MIN. BURY I l STORM DRAIN INV. i GRADE PER PLAN F,l;`a NOTE: INLET PROTECTION SWILL BE INSTALLED ON ALL CATCH BASINS, DROP INLETS, AND OPEN DRAINAGE STRUCTURES UNTIL SUCH TIME ASADEQUATE GROUND COVER IS ESTABLISHED AND SITE IS STABILIZED. IKII ET PROTECTION DETAIL AU-MORIIARJOINTSAFETOBE ALLSOUSEDJOINTSWILLBECONICAVE _ TOOLED CIJASSAK CONCRETETO BE USED OR BASE. FORMS ARE TO BE USED FOR THE CONSTRL110N OF THE BASE r • r, ;, RC :• • :• . a .. CK rr•D• ' • . . •NY-Y THEGROLINDATOTHERLOCATIONSITSHOULD BEAIWNIMUMOFTABMTHISGROUND JICTIONBOXESOVER3WINDOP'TH"Ll- BEPROVIDECNCENTERS. SrEPSSHIALLBE INACCORDANCEWITH • « PRECAST .. SE. • SECTIONS F-w--� WfiD..+zX�l DETAL SECTIONY-Y JUNCTION BOX DETAIL SEEDING SCHEDULE SEED BED PREPARATION TEMPORARY SEEDING SCHEDULE LIME- 901bs/1000 SF EARLY SPRING/LATE SUMMER 10-10-10 251bS110D0 SF 10.20-10 121bs11000 SF Seeding Mature STRAW MULCH -(AFTER SEEDING) 90Ibs11000 SF Species Rate (Iblacre) ASPHALT TACK 200 GAL I TON OF MULCH German Millet 40 In the Piedmont and Mountains, a small -stemmed SEEDING MIXTURE Sudangrassmay besubsstihdedatarate of501b./acre. (FEBRUARY 1-APRIL 30) Seeding TALL FESCUE 1.2lbs/1000 SF Mountains - May 15-AUG.15 PENSACOLA BAHIAGRASS---0.25 I1bs1000 SF Piedmont - May 1-Aug. 1 KOREAN OR KOBE LESPEDEZA (SCARIFIED)-1.2lbs/1000 SF Coastal Plain -Apr.. 1 -Aug. 15 (MAY 1-AUGUST 31) Soil Admendments TALL FESCUE---1.21bs/1000 SF Follow recommendations of soil tests or apply 2,000Iblacre ground KOREAN OR KOBE LESPEDEZA (SCARIFIED)--1.2 Ibs/1000 SF agricultural limestone and 7501b/acre 10-1D-10 fertluer. BROWNTOP MILLET -0.6lbs/1000 SF Mulch (SEPTEMBER 1- JANUARY 31) Apply 4,000 Ib,acre straw. Anchor straw by tacking with asphalt, netting, TALL FESCUE- 1 A Ibs/1000 SF or a mulch anchoring tool. A disk with blades set ready straight can be KOREAN OR KOBE LESPEDEZA (SCARIFIED)-1.4lbs/1000 SF used as a mulch anchoring tool. RYE (GRAIN) 0.6lbs/1000 SF Maintenance FOR SLOPES 2:1 OR STEEPER, CONSULT ENGINEER PRIOR Refertilize if growth is not fully adequate. Reseed, relertlize and mulch TO PLACEMENT AND FILL OF SLOPE AND VEGETATIVE STABILIZATION immediately following erosion or other damage. EROSION & SEDIMENT CONTROL MAINTENANCE PLAN 1. ALL EROSION AND SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF - PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2. SEDIMENT WILL BE REMOVED FROM THE INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. 3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. 4. CONSTRUCTION ENTRANCE WILL BE RAKED REGULARLY SO AS TO PREVENT CONSOLIDATION OF THE STONE. THE STONE SHALL ALWAYS BE UNCONSOLIDATED TO ALLOW FREE ROTATION OF TIRES. 5. ALL CONSTRUCTION ENTRANCES SHALL BE PERIODICALLY TOP DRESSED WITH 2 ADDITIONAL INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT TRACKED INTO STREET WILL IMMEDIATELY BE REMOVED 6. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 7. SEDIMENT BASINS SHALL BE INSPECTED AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE HALF THE DESIGN DEPTH. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKEMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND OTHER DEBRIS FROM RISER AND POOL AREA I SECURE CLOTH WITH STAINLESS STEEL l o PPE CLAMP a pd I I dII I II I II I II - I 3 MESH o l GALVANREDWIRE l l CLOTH TRASH RACK OVER ORIFICE a ° MAXIMUM WIRE SPACINGBY 4' PVC PIPE PROTRUDING FROM STRUCTURE RECESSED PLUG SET ELEVATION DRILL ORIFICE HOLE PER PER DETAIL SCHEDULE DRAWDOWN ORIFICE DETAIL "A" le RAD. It 30DO PSI CONCRETE PA MI-0T7I 517 2f I]M&f 2'F2PM91G 6.01BC snFQxPACTFn � N95MOMPROM TYPICAL PARKING LOT SECTION NOTE: PARKING LOTS SHALL BE CONSTRUCTED BY GRADES AS INDICATED ON PLAN. NOTE: ALL SLOPES 5:1 OR STEEPER SHALL BE STABILIZED WITHIN 15 DAYS OF COMPLETION OF GRADING. ALL OTHER SURFACES SHALL BE STABILIZED WITHIN 21 DAYS OF COMPLETION OF GRADING. CONSTRUCTION SEQUENCE 1. ROCK CONSTRUCTION ENTRANCE. 2. CLEAR ROAD AND UTILITY RIGHT OF WAYS. 3. INSTALL SILT FENCE, AND SEDIMENT BASINS. 4. ROUGH GRADE ROAD, LOTS, AND SWALES. 5. INSTALL UNDERGROUND UTILITIES. 6. PLACE RIP RAP. 7. INSTALL CURB AND GUTTTER AND PAVE. 6. PROVIDE 100%VEGETATIVE COVER OF ALL DISTURBED SOILS. 1' t7. 4s' 18" 7RA0 4. IlrRAD ¢• RAD. 4 Q 4 6„ a r 4 4_ 24' TYPE "A11 STANDARD CURB SECTION 24'SPUM 4 4 V(I FEW TRASH GRATE -4INCH SPACING TOP OF OUTLET STRUCTUREAT 14.60 FT ELEV. OVERFLOWSLOT INV 0.W I I 13.50 ELEV ` I 4h PVCPPEAT REVERSE GRADE 11.0 151 IN. HOLE DRILLED "4•CAP 11.0 ELEV. tOs ELEV. l 1 ` \ 1 30M PSI PROVIDE RECESSED CAP �� -� %' �' I CONCRETE WITH WELDED WIRE FABRIC - - , -' , � - FOOTING OVERFLOW SLOT TRASH RACK OVER ORIFICE �� '� 54"X S4• SEE DEVULA ��„-'� W. ELEV 3.0 POND 2 OUTLET STRUCTURE DETAIL q 4, T(I REBAR TRASH GRATE -4INCH SPACING TOP OF OUTLET STRUCTURE AT 13.0 Fr. ELEV. OVERFLOWSLOT Vol INV® 0S I W 12.50 ELEV. 4 in. PVC PIPEAT REVERSE GRADE �1.9� II /1 I, l 11.0 - 0.75"IN. HKXE DRILLED N 4•G1P 11.0ELEVATION 10.6 I V. ; I \ \ PROVIDE RECESSED CAP I ` ,� - , - CONCRETE WITH WELDED WIRE FABRIC - - ,'' FOOTING TRASH RACK OVER ORIFICE ��-�' 64"X S4• SEE DETAILA INV. ELEV. 5.0 POND 1 OUTLET STRUCTURE DETAIL OUTFALL PIPE SEE PLAN FOR S� I I I I I I I I I I I I I I I I I I I I I I I J ORIFICE PROTRUDING FROM OUTLET STRUCTURE OUTLET STRUCTURE PLAN VIEW 91 'T2 FA ACE M T qt. Itir PRIVATEAt, DRIVE SIDEWALK OR SIDEWALK SECTION SIDEWALK AREA B I B I \ / I EXPANSION JOINT 1 I PLAZA /2" DRIVEWAY PLAZA b, APRON i I r CURB RETURN 1 EXPANSION JOINT 1/2" 9?T CURB 0'-6" RI V-6- Iism)N EXPANSION JOINT 1fP' 17'(1An)MN.kmlrx PAVEMENT PLAN EXPANSION JOINT 112" FINISH PLAZA GRADE 1/4 PER V-O" 1Z-O" MIN VARIABLE VARIABLE O'er" rs 11-61 sr sa r 3'-0 a-s- 6' CONCRETE O'-'i" EXPANSION JOINT 1/4 PER i'-0" SECTION B-B SECTION A -A CITY STANDARD DRIVEWAY DETAIL r'(ll I PrTr1R CTRFFT NOTE: BOTH SIDES ARE SYMMETRICAL. FROM: SD 1-01 SM CMIq •"• • I 0SEAL'\ ti9 - $ `s 2 20643 INC 1 JAMES H EF T S JR-P(.EC DATE RECEIVED OCT 10 2007 DWQ PROJ # 5 c.v 3 V i.00 I Z y R E V I S I O N S PROJECT NO.: PW439 DRAWING NAME.: F:IMASTERIPW-439/DGNIMADISONPLACEIDETAILS.DGN STANDARD SIDEWALK DETAIL SD 8-15 NOT TO SCALE --- EXISTING TREE v ' 1' �- 3' MIN. STAKE PROTECTIVE T MIN. TAKE BABBLE GRADE -'r NOTE: TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. METHOD OF TREE PROTECTION DURING CONSTRUCTION SO 15-08 NOT TO SCALE Ki11iN1 ( / ' 2 -- 3 - - - - 1�----------- TENSAR UNIAM GEOGRID RIP SLOPE PROTECTION BOTTOMPOND EL AS PER PLAN TOE FABRIC INTO EX. GROUND MIN. BURY 1' NOTES: SLOPE REINFORCEMENT SHALL BE USED WHERE 2:1 OR GREATER SLOPE REQUIREMENT CANNOT BE MET PRIOR TO ENCROACHMENT INTO WETLAND. DIMENSIONAL AND MATERIAL SPECIFICATION TO BE PROVIDED BY GEOTanE SUPPLIER AND PROVIDED TO PEt G!N-IF -0 A=f"-'A- W �o m -I- f And rY4 t�iv.A �T� SHALL BE FULLY RESPONSIBLE FOR SUBMITTAL PACKAGE TO ENGINEER FOR APPROVAL. GEOTEXTILE REINFORCED SLOPE NOTTOSCALE TYPICAL LOCATION OF WHEELCHAIR. PEDESTRIAN CROSSWALKS & STOP BARS BOTTOI.1' P.L. A k: to TRFxIYJi[EIN@ I,I9rfYLW111N vWli 1DICAPoMIENOfEtEmt00MRMP3 y xR6xIRPmImmYle;Ie;Imt POYxanidlr ,. �nmorsllau49n saxlvl PLAN VIrvV PmtNmltYp 9pRNX 6lmukaotfAar i 4sffl.mrsmavn) ISOMETRIC VIEW HANDICAP RAMP APPLICABLE DETAILS FROM NCDOT STANDARD DRAWING # 848.05 H EL PER PLAN TYPICAL CONSTRUCTED SLOPE NGTOsCALE TOP OF BERM EL 14.0 17 WDE 6.1 VEGETATED SHELF -VEGETATE PER NOTE I0011ZIeT1 4 4 I GEOSYNTNERCCLAYUNER 'BENTOMAT CLr OR APPROVED EQUAL BY CETCO-SUPPDER SHALL CERTIFY MIN - HYDRAULIC CONDUCTIVITY OF 1xi0'CMISEC " """: CURB GRADE Uzi V-91I4' f a@pl�i Y. WmCQWImpM91 s5vM.IWM.11lpIllm llax911w; wbO.(np mnfryclrP RADIUS FRGNTWNEN REQ, mPrlulr fa minlmPa. La-«.esm. traxip ammrlma, rmirs. caretttm a W nirlee P rn 8" BRIGC WALLS ( 9� 5JT � �5' pliar b ary renal aNP 3piaar 4. i99S roll lrwla Yariaplr raga b ib ptasimllY w alodir a 011 IMfdatim. wre can ere eW paN! aW alaml W Pe prwloe aN a altar 4 1..7 14 miMf a ppMrim f lca 4 I I ( } J14c l2MtN1 - - @1rIACRYP ro oNltim. Saprfm III a ib 19R fatal Ala Nfyn%S01.ty Att ramlrr lrwisim a are - - - _ Y rmW m ary efe PMhuClim aNC LIY 1. 19i5 NYNc a afMglk !e pp®] InNlrl) P 1. I SECTION B-B softvax I0.B.VIQ1 OmI:P 1RtIpiIGI PipVF aW6mrL.lsvam,.i.AaiaBemreaters0rfxliamPro,tl9ro. a0e1 igNvePrcilmYih�Y9air.lfreaIlrwilmamOimpgw eNl1lu0iyf1.l1>pr0I•amn.m4llxYIiIm .NLAPfb.eII;Nbaa.IwPE1I4Ym1qI1I1 OtNtrHtayYerMspW Pek;MdvR. iaoMINfy l 1ivq9Ix6la. 1p.n.I»rl,aiMpl.m.im fm tahttema reaNmpitu.lAlp.m. e ramwm r4AIlIIl --DGUMiOTQ17LETfill. III aq MMUrY N. Im bNN_ O.6TT�GPVIEW 0.w �-�- JI A tun 4. IMltlair rmp waif 9. PwIa4 W Imatiw m seem m fq plan P m ar.rr by fla PLAN OFm®I exfn . YMIWm..bCOVER rc ralf d Imlr a avmtW RO by Mixer msWft . IW 0 mlm. Flr. tpVmq. am mlm, ate. mfrt pIit. M tr ram as imglir mt taN SECTK)N'A.A' pH•HESp6xm mm xfeetofbtdrt the Y1.bUlm p.hNn t1armp. Onl rapfWaa xlapeem xy rox0�IR1QRR IC6 W(PGI.11ir 1P q In i(t1'dl Lam CRmI m g451aB. " "' " mcWe ued iP aAlenmiim a ainiaah mp W ii oe pia is m faysi. 1 SECTION A -A a'mi'ate'r rmm. lsa. rat 6' 6' 6. All air.elaa Orb W awlatdr rmp nil I b pia fP m Ha nee ore aW WIfP ma w 0jourit m amrmcut . o. ILO Ft.) NOTE: v A x a fsPn r'tm ad a+Nr wl1 a aYataar qll ryrm I af1.4DWX W WIDECGNCRTCOPING 2 7i'101T- 2S' 11012 . au . ALLAROUNDBASINCA LNG e on e. v ar L ft Wm m Ia amlTvtr lae tlatl .wr 1• r 1' im4t ;n r.Mlmmro q N. vas. a ib 4'-3' MI'?, s- 9. >ro Waro a xm anmao- rm aaN a w- n•rI P 2ALLOUTICRETE TO BE CLASS ASECTION'A-A' ENDS P.atr fv OUI rap ak fA' Is'ro•)3. FORCASTING DETAILSEE TOTHE RIGHT ire�10. Ilx cmt t•rattm .iM a Aiw k ffNM w aar ro Jtarn a raf t bw i),b 3WGROOVE f1' f �-up twra n: a:a uu Mix. 4 fS W 0.i 11 mLrvn m510. mW6.'a4�Ot.il �a`ui s SP me p 1r Id. 3HHOLES Utd,m=q ey bl4llIo Imlm rli. N1n al1. or a f' fb.n 1.mlmlP ¢. PVMI. U Nar. . F.,,> ism 12.5 CURB& GUTTER _ _ u e-IawAfflmawoMmN6mmRwx n. m. are m me Na pal Wrlm empn l;m awi a mvaaeNa m fa fly a la rolaIXgYffF24ptk11Q9lQE Peelarr rap W II All I Biwa Na pr.sfrlm ik Ia Ntmaol rag, Willflat exw - - - - 1' 4' S d' ' •NQ6 xtM'Mm��ALL tlm¢a ii aplm24- a MI wjlt aro hll.wvamnhin fa amen v Lbm M. na Mfa fr... 6PamAatl$ ;.I DETAIL OF .Np1� Rpy fpp H. M iMem viaM r 1a (sbflrim Pmfpn mpll b 6 fdi. A PfYrn WtlIM1 M le fpf "o 5(kNpkP[L6a0A P P I. aairmlm A SECTION 8$ HANDLE te. 6fap tines mpllY llPpaNimlP tp I. qs IFIp. alW I b mtl M. if is lmmiaR q (L � � b omIW. m paM eMir M(N Micim m rtptlrr ro Wm in cmpl Ian Wm a Ia,(fr. 4q.im o Wry Igal ..wim.N. Aa aaeal aPPeoN Y.. rm.P. tb roam m ib ` A H ::> _ 1'-91M' I.n lusmbaa![W tO im p.wm_tm an4+r. I ` 16. 9aaim awl a .ilatmroe o Nn;e. W M feet oat a waWrlm Pm.alk. 1 r SIDE tf. All ItpamM axkiM gall b in , Wm ae taint rxfm a fb.1 W mIf L _ -_� MINIMUMAVERAGE WEIGHT traffic m 61 anfm IWIfD) bbi lar 0Y Ib FrMal "'( Aminl, alm ea 1M win fnplim s'ualmaa 1p tr.INlm. AI I pwamt evklm aw a aa. a px.ra. L B CATCH BASIN FRAME (EACH) 65LBS. CASTINGS COVER (RADIUS) 225 LBS. CATCH BASIN COVER (STR.)225 LBS PROVIDE 17THICKTOPSOR LAYER OVER GEOCOMPOSiTE LINER TO ALLOW VEGETATION (TYPALL POND SURFACES) 2:1 SLOPE L r--'ON FOREBAY I \ .1. / WEIR MAIN POND / t V \ \ A FOREBAY 11 � Nvi `* BOTTOM OF FOREBAY WET DETENTION POND 1 SECTION 17WDE &1 VEGETATED SHELF -1 DETENTION POND 1 DETAIL 9At2OxltAx.ET51Px5AftElx fEtr ny4g d fi0BER"' PROVIDE 12 THUTOPSOIL 3:1 SDE SLOPE LAYER OVER GEDCOMPOSITE ffm PALLD�S(TYPAP ALLOW 2:1 SLOPE ON FORERAY WEIR PERM. POa EL 11.0 11 MAIN POND VW OREBAY IOTE BOTTOM OF POND OREBA EL 5A GEOSYNTHEHC CLAY LINER BY NTOMAT CEFOO-SUPPLIER WET DETENTION POND 2 SECTION BY RAUUCSUPPLIERSHALLCERRFYMN HYDRAULIC COTDUCTNTTY OF ixi O'CMSEC 17VAOE6A VEGETATED SHELF NOTE GUTTER DOWNSPOUT I �' I R E V I S I O N S BY N0. DATE DESCRIP ZxZ PLASTIC LANDSCAPEYARDI I I I RMIEL.ASSHOWNN� TYPICAL ROOF DRAIN DETAIL PROJECT NO.: PW439 DRAWING NAME.: F:IMASTEPJPWA391DGNAlADISONPLACE4)ETAILS.DGN TYPICAL PARKING LOT LAYOUT